20061323 Ver 1_Site Plan_20061030

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r/,~//~ //.//r'f r'r``,!'rr'r',~r r` r'/// 1. Obtain lan a roual and red/n err»rt farm t/re NC t. of ~`nvrronment and ~ / / f ,,1'~ / ,,,r" / / r p pp g 9~ ~p /r~r' r t,\ \`t~ r` ~ / 6 i + r~ `i ~ ~ ~e y,,,
nlatur~ri Res:~urces, Land ca!lt sit/an, , ~ ~ \ ° ~ \ y \ r~ r\ r~. r\ r r\ r\ r, . r\ r;~ r;~ r, r`~, r`~, t`~ r;~, r~, r~, r;~ r~, r\ r~ r ~ ~ ~ _ ~ s ~ , h
2. Nold a pre~constr~rction conference at least errs weals prior to starting construction r-y~,~~~~~ ~ ti.
and notify ti?e N C 1~~pt. ref Environment, Health, and Natural Resources, Land Quality Sectron of the dote when construction will be in. i ~ r i
g TFMPDh'ARY EAiRTtI~,~ Dl "~~S;lt. af°'TAIL _ u ,x_, ~ , ,,r~ _ _ ~ s T a ___,._.__..____.._...~w.._., _ .
install the grows/ construction entrance - t n ~ t
lnytall the outlet protection at pipe system autl¢yt CC~AR~E Ay~'f~~'i4 T~ ~l a ~ „i'r re~a7~rtaF ~ j,. 1 L ry+J,+ I / M ~ 8 f p t _ ..1~ `~~p"~ "~~'''9~ '~}i~ ~ l ( lF Z
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5, In;stall inlet protection around drop inlets. 4-° 00 00 N
. b, Leave all erosion central devices in lace until station has been established ' - \ tt z
sufFrciently a.o withstand erosion. r t , . ~ . ' '`~-3~ 1 p, r~ll~ ~ i'~ r`r r ~ ~~a ~f ~j $ *w<,! i. Z F-4
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r\ r\ r'~ r°~ \ r`~ r\ r'~ r\ r~. r\ r`~ r, r„ r,~. r`~ r~ r\ r°~ , r, r`,r r`~ r. , r ~ ~ ~,r" . ,i , F
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TEMP4l~A~'Y G`J~A t~`L Dl ~~'Sl(?1°,' G`''T/L ..1'~~~ r~ `"d'9' ;'r,~E, 9 ~ ~ ~ a t r..~ °
TL7 ~'f t1SED A T 6~l~'L~" G"~f -:'j::~"a'~~`i~
~--a - "s r' ~ ~,l 1. La is the /en th of the ri ra a?ran. = ~
, I } ~ .r ~ ~ ~ ~ ~.~r ~ _ a,. ~ ~ , 2, d=f.5 times the maximum stave
1, A!l era pion and sediment central radices will b~.~ checked for stabilit and a eration p 9' P diameter but vat less than 6" - . rlt
following ev~gry runoff-producing rainfall but in na case less than ante every weir. Any needed reparrs will be made immediately to mar"ntain a!l practices as designed, ,r' `''.d ~ a ,Kd • a ~ 1 ~ 1~ ~ d
3, In a well d rn ~d~6'"~'~~ e~ ed charm t t` el eX end .he apron up the channel banks to elevat~vn of
2. All seeded areas wlll be fertilized, reseeded as necessary, and mulched according to the lnstructians in the seeding speci~catans to maintain a vig'arous, .dense Vegetative Cover. 6" above the maximum tailwater dept:' a,r
to the tap of the bank, which ever is less.
3, gavel construction entrances will be cleaned ar re laced when the no /on er worker p y g 4. A ~rlter blanket of frfter fabric should be
Pr~ed.Y installed between the ri -ra and sail p p foundation. .
Sediment will be removed from behind the sediment fence when it reaches 4.5 feet des at hte fence. The sediment fence will be re aired a> necessar to maintain a barrier. ep
p p y - ~ ~w~.l
5. Seed, mulch, and tack existing sediment basin area after removal. a ~ ,A i fH~O kF7t ~'lb'~i~' T~# ~~t~STS . ! '
t1f?14~c . F~~L r ,1-~,, ~ ,;ri~'L~,~ A~lIJ ;r r~4r~'" X v" ~~('r, f :uriit.~ ~;i , 4U.% ~r'~{~' '1C:rrd~# a~` ~'E" ~~"xii " 6" ~ ~
,r' c j A~(~'~~~ ~ ~ l:;_~~: G~ PC7S7~, E~Ji~~ 'C3~1"5 /Nrll ~`,~Ak~,47E~ lr~~!CJI ~ 4" 1N t lA3 ~°~'~t'~ ~fA 9' B~` U~"L~. ~ ~
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srptu~ Note ° ° Sediment contra! stone sha10 ° ,
. . ° . be No. 5 ar No. 5~ ° e , s s °•b;', ti ° e . dc° Wrra Aresh she!! be hardware ~a. r~ T.. ) t:
N. ; a j , o ° . ° ' ~ ` . ; r . cloth 2,3 gouge min, and shah R'~ '',l• a t. A* +9 „ b8*•~ ° m.R : o,, d•' , e . ~ < '~r • ~ hags 1f4 mesh opening. r r,°, ate, y ~L ~ w ~ +k' ' yr
d, ~ 's+o' • e a'~ ° Battarrr of wire mesh shai! ~*;a a4° •;Q°' . ° " ~ o.tl ~A ` be a min. of f `below ground. 'o ~ s.~' t .3 ~~~a~,.-..1
~ « . ' ~ ~ Stec! ast short be 5" in p q 7ry+,{~'+u 77,,E „gyp] gy Ap[,~/r 7y~ 7g~[^ ~ry[~t ~p ° rNf :+y~~F"+~G~q~ A~f~ f~?7~~4PQ!~Cr N,... YSllry4~lf 11 f1L ~/i ~/"ItJlit4 tV II iL FI/lSL.~ Jr l~- ~ ~ ,.l ",..F .3'b~~~:~( Ct Yt
height, be rnstalred r.~` deep ' P ~ ij~' Wrr7£ min., and be of the self fastener tt£~ angre stec~ type. F~'Nl:E" .~fN() EeYI~iVC? T7~~ ~L)rTC,~4J r~f~: r:_~', r f : ) TF~l~I i" "
SF33ACC~ Wood post shari be 6' in /^'~~n~~` ~t~ {f~~a ltti:l~t..+'r. t1'~~?( ) x~ llvaai"j l~c. ~ Fr r'dC ~ , ~'Jr G l:.
1. Apply agricultural lime at the rate of 2 tons/acr~,a 2' heE~,t, be rnstaPied to t.,~' ~ ~ ~ ENr min., and be 2"x4" ruin. in size , i I
. ~ ceavrrzo! 2, Ap / IfJ--10-1D commercial fertilize' at the rate of 9aQ /bs acre. t p, ~ Past syncing ~sh~ll b~ ~ p y ..err r r,~' % E ~ max. of 4. ~ ~ r { f r~ r~
3. Seed in accordance with the fallowin schedule and a lication , kr; i ~ ~ i ~ 'fir, V ~ ~ ,e
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S.l~G ATE"' ~ t~. - ~i~ ~ R ° ' _ F , „a ~ ~ ~ ~ ~ ~ s
Aug, l5-Nor 1 ........................Tall Fescue...,.....................,30~g lbs/ac. ~ . ~ ~ s fu ~ r., Nov. t-Mar. 1~ .Toll Fescue .3Dt~ fbs ac ~ / t >
........25 lbs ac, 5r. t, ~ ~ ~ ~ - , s t 3'--tat t' ' - - k ~M e ~ ~ i ~t' ~a„ i „ +4 ry ~,r tin"..s r 1~ r ~ ~ , }
,e_~° ..tl.. Mar. 9-Apr: PS Tall Fescue,...........,,,..........3Dl;t !bs/ac. _ ~ , ~ ~ , ; ~ .M.... r . ~ ~ Cog
Apr. f5-Jul. 3D....,....Hu!!ed common Bermuda gross...,....30 lbsfac. f • q Jut. 15--Aug. 1,5 Tall Fescue &...................,..3G"l(1 lbsfac. ~~~^r~:~~~ ~t~,~gypp~ I y+~ l
Brown to Millet OR............3b lbs ac. ~ , p / ~ ANN&
Sorghum Sudan Mybrr`ds...,.,3~a lbs/ac. 3~ N~ ti,~ IIST?UL
# Keavily mulched during the January -March period. Z
Mulch with straw applied at the rate of 2 tonsf acre. ~ s~r~a ~ - , ;~r~rr r~ s°
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9. Apply agricultural lime at the rate of 2 tans/acrr~. ~ of i i; „ a
2. Apply 10_ lp_ lD commercial fertilizer at the rate of 900 lbsfac.
i ~
3 Seed ire accordance with the following schedule and application rates° ~ dp
P Y7 ~
Mar: June/ ................................Sericea Les edeza................51;? lbs ac. P /r L
Mar. A r:.> .................................ADD Tall Fescue Ok...,......,,.5~`? Ibs ac p / Mar. June .................................ADD i~ee in Love rass........5 /bs ac. p g 9 i
June Sept. 1`** Tall Pascua AND.........,..,...,....6t7 ibs/ac,
Brawn top Mr"flat (3h? ..........,.3;a /bs/ac. ~ i..
Sorghum Sudan M~rids ......3(:? lbs/ac. Seat. Mar. / ............................Sericecr lesned~~o.-_-..-_._.---.--7~ !bs/ar_. g!ypy~ p
_r. _m ._-i ~'unhulled unscaritled,~ Lr r f k +wa j aw
Tall Fescue n~ :.....................15t~7 /bs/ac. P t~
Millet (1R Sudan .....................2~' lbsfac FIB. TER FA Rl ~ ~ ~
*#TEMPORARY _ RFSEEQ Se tember 1 at the recommendea° rates p A Cut AboveThe Rest
Mulch ~vith 3 in. straw applied at the rate of ,2 ~~~ons/acre end nnchar ~vith asphalt r , ~ RSA GGREGA TE 2 ~i
emulsion tack cost a plied at the rate of B(t0 allans acr:~. p 9 / Revisions:
4~.3 ~ ~ "'"'4 ~ ~ f . ~w
P. Surface water contra/ measures to be installed ae.,cording to plan. ~l ON
r°_,
Z. Areas to be seeded shall be ripped and spread ~~ith available topsoil 3 inches deep.
Total seed bred prepared depth shall be 4 inches to 6 inches deep.
3. Loose racks rests an ath r , d e abstructians shall ~~ie removed from the surface so that 3 , n ~
the wilt not interfere with establrshm n y e t and main tenance of vegetation. a, _ ; F, ~ , ~t ~ r t ~t
'yam 4. Bf ,N(3 sail test is taken, fertilizer and lime to be raided aceardin to the seedin p 9 g _j,
specifrcatiarrs above. In addition, provide 654 /bsjac. of super phosphate.
5. if .p soil tesf is taken, rovide lime and fertilizer accardin to the soil test re art and p g P 0 ~A
submit r art to the deli n en in r. g 9 ~ 3f it t ~I , ~ - s s
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seed bed ~ = r 1.
preparation. ~-~~TM.~ ~ ~ SEAL 23530
1"'", a 'e; r' ' ~ sr ~Er 0 too
? ~ The angle for graded slopes and tills shat/ be no re~ater than the an le which can be n : ~ ~ L
retained be etati?~ cover or other ad uate erosion car trot deices or structures. Also ~ ~ ~ ~-f r~; ,1~~,,,,> ~ ~ ~ r ~ f ~ N ; ~
~ _,.,a 1~ ~ : ~ , , whene~r a land disturbing activity ~s undertaken on a tract comprising more than one (1,~ acre, ~ ~
~f mare than one acre is uncovered a round comer soft€~~i~;~t to restrain erosion must be c_, /anted or oth ise rovided within thin 95 worlrin { a h t t art' f ' ~ A p p y ~ g da, o hap ion a the tract upon ~ .+~"'p / ) kM" 3 MJ f i 1ry P f ( LJ ~ =n4 1~-~ y
which further active construction is not being undertaken, provided that this section shat! not ~'`f? ~ ' r , ~ t' ,1 t P ~ riS 1 7( < ;-gym.: ~ ..r ~ y , Drawn By: CEO
l to cleared land formin the basin of the reser?roir to be inundated ` ~ `a spy 9 i ~ r~ ~i ~1 f Checked By: AID
Seeding should be done in accordance with the specs for that season of the year. PP"' f "ii:. ~ w»? L k)
Additional erosion contra/ measures may be required depending on the actual field e , , R L~ ; , a,.,, d G~ t 7 - -
conditions. the following schedule and application rate. ~ ~ y^~ '~"y p"" / ~ i Scale: NONE
~ / - ~ ~C~c Date: 7124106
~ ~ i' ! i ~'E r, t File 06-0614
, ~ . ~ EET NO.

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[[''STEP 1 SAP 2 L f~
DRIVE STEEL POSTS 18° INTO GROUND ATTACH ARE FE?VCE TO POSTS AND W T,YA
AND EXCAIATE ri 6" 6" TRENCH Uf'HfLt E.YTEND THE' BOTTO~1 OF THE FENCE` 6° A . A ~ S,wx+.~..,,...,., ~ nd. I. y tt
ALONG THE LINE" tA~` POSTS i~7O0 POST`S INTO 7NR' FJ'CAl/ATf_'p TRENCH 4" tN DfA~fE7E'R A4AY E?E' USED. ~Fa 1
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POSTS
W W W W W b w W W +W W W W w W W . W W W'
W. 7 .y r . W W W S ~ W W W W W W W W a~
W W W~ W W W W W W.y W W W~ W W W W Y +1• W W W W b W W
W W W W.. W W W W W.. W W W W W W W W is
W W W W W W ' w
7~ STEP 4~ SJGP
BAGYCt`)LL THE TRENt~f AND CL~OPACT
ATTACtf 1TS°E Eli.iER FABRIC TO THE WPRE THE" SOfL FIRA{LY TO ANCHOR THE` FENCE AND E.~TEiVD THE BOTTOA! OF THE BOTTG,~d OF THE' SILT FENCE SO THAT
FAIL' 6' INTO THE TFENCJ~ RUNOf'T' lS FO;RCf r~ i7~ GO THROUGH 7HE FENCE' AND CA~I~IOT GD UNDE7~ t7;
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NaTE: BDTTiTAd ~ FfL TER FABRIC n~UST BE HEIGHT , STEEL POSTS PLAL~'D IN TRfNad AND SELYJh'ETJ BY
MAX.• 1 E7THE7f BACXf7LLING f>~9'Thl SG~L ~ FENCE (HOG N9RE} N9ATERIAL AND TAMPING OR BY' PLACING
{ MASHED STt~+E Ta A HE7f,~IT OF s~ 3'"""°'°-fTL TE'R FABRIC ABOVE' GROUND LEl~L.
MIN,' ~----BOTTOM OF dMRE' FENCE' AND OVA
1' ( F!L TER FABRIC BURIED 6" tN EXCAtrATED TRENCH
---STEEL POST DRIl~TV l8" lNTt7 GROUND -Ila Cis)
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r~, .fir. !"dr 'fw d?&R'e•~.+d? 4q' "1''+" dr` .O~hE' ~~14 ti.H~~5 ~...n 'U. +i.+M. l~, `i'.' .f'r fnl. I v~, ~ vW, W CAN BE C~NCREI"E ?R B?2 f;K CK el
9 SEAL
~QOQ PSI CCINCREI`E 2353
16i1 Y ~ 1T ~4 ! '("yi SCTI~N ~ 1~~ 40 ~z a 94 9kc
Go$~
dither brick r~asanr ar Class °A' car~crete rya be used to canstr ct ~NC~T~3 Y Y u catch basinsr 8' g•
Concrete welts o,re to be 6° thick ~ the Haar f c 4~ RdCrP, AND UP 6 a 3~Oll PSI concrete, do
ri X95 PIPE DIAMETER ~ ck watts are to be thick the Haar b air 34QIi PSI carcrete,
P!._US 14~ Steps required where depth exceeds 4'-Q°. VARIES - - z Draws Bar: CEO
N?TE~ TO BE USED ONLY FOR ~ Checked By: HIS
PIPES 36" ?R LESS III D~aMETER
Scale: NONE
~ ~"~.L"
~ Date.- 9/14/06
.t. Y~~f~Y DL.~'E~I~,
Fire 06-0614.01
~ .,,LSHEET NO. 4

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